Table of Contents
Journal of Structures
Volume 2015 (2015), Article ID 563025, 10 pages
http://dx.doi.org/10.1155/2015/563025
Research Article

Effect of Composite Action on the Strength of Wood Roofs

1L.A. Fuess Partners, Dallas, TX 75219, USA
2Department of Civil Engineering, University of New Mexico, Albuquerque, NM 87131, USA
3Sandia National Laboratories, Albuquerque, NM 87185, USA

Received 30 September 2014; Revised 12 February 2015; Accepted 17 February 2015

Academic Editor: Lucio Nobile

Copyright © 2015 Ivan A. Campos Varela et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. H. Mi, Behavior of unblocked wood shearwalls, [MScFE thesis], University of New Brunswick, Fredericton, Cnada, 2004.
  2. E. W. Kuenzi and T. L. Wilkinson, “Composite beams—effect of adhesive or fastener rigidity,” Research Paper FPL 152, Forest Products Laboratory, USDA, Forest Service, Madison, Wis, USA, 1971. View at Google Scholar
  3. W. J. McCutcheon, Method for Predicting the Stiffness of Wood-Joist Floor Systems with Partial Composite Action, vol. 289 of USDA Forest Service Research Paper FPL, Forest Service, Forest Products Laboratory, United States Department of Agriculture, Madison, Wis, USA, 1977.
  4. W. J. McCutcheon, “Stiffness of framing members with partial composite action,” Journal of Structural Engineering, vol. 112, no. 7, pp. 1623–1637, 1986. View at Publisher · View at Google Scholar · View at Scopus
  5. R. W. Wolfe and M. McCarthy, “Structural performance of light-frame roof assemblies. I: truss assemblies designed for high variability and wood failure,” Research Paper FPL-RP-492, USDA, Madison, Wis, USA, 1989. View at Google Scholar
  6. R. W. Wolfe and T. LaBissoniere, “Structural performance of light-frame roof assemblies. II. Conventional truss assemblies,” Research Paper FPL-RP-499, U.S. Dept. of Agriculture, Madison, Wis, USA, 1991. View at Google Scholar
  7. E. G. Thompson, M. D. Vanderbilt, and J. R. Goodman, “FEAFLO: a program for the analysis of layered wood systems,” Computers & Structures, vol. 7, no. 2, pp. 237–248, 1977. View at Publisher · View at Google Scholar · View at Scopus
  8. A. Polensek, “Finite element analysis of wood-stud walls,” Journal of the Structural Division, vol. 102, no. 7, pp. 1317–1335, 1976. View at Google Scholar · View at Scopus
  9. R. O. Foschi, “Structural analysis of wood floor systems,” Journal of the Structural Division, vol. 108, no. 7, pp. 1557–1574, 1982. View at Google Scholar · View at Scopus
  10. D. L. Wheat, M. D. Vanderbilt, and J. R. Goodman, “Wood floors with nonlinear nail stiffness,” Journal of Structural Engineering, vol. 109, no. 5, pp. 1290–1302, 1983. View at Publisher · View at Google Scholar · View at Scopus
  11. W.-F. Liu and W. M. Bulleit, “Overload behavior of sheathed lumber systems,” Journal of Structural Engineering, vol. 121, no. 7, pp. 1110–1118, 1995. View at Publisher · View at Google Scholar · View at Scopus
  12. ANSI/AF&PA NDS-2005, National Design Specification (NDS) for Wood Construction with Commentary and Supplement, 2005.
  13. B. K. Douglas and P. Line, “System effects in wood assemblies,” in Proceedings of the International Wood Engineering Conference, New Orleans, La, USA, 1996.
  14. D. V. Rosowsky and G. Yu, “Partial factor approach to repetitive-member system factors,” Journal of Structural Engineering, vol. 130, no. 11, pp. 1829–1841, 2004. View at Publisher · View at Google Scholar · View at Scopus
  15. D. G. Rancourt, Structural behavior of wood I-Joist/OSB roof panel assemblies [M.S. thesis], University of Maine, Orono, Me, USA, 2008.
  16. T. E. McLain, Curvilinear load-slip relations in laterally loaded nailed joints [Ph.D. thesis], Colorado State University, Fort Collins, Colo USA, 1975.
  17. P. J. Pellicane, J. L. Stone, and M. D. Vanderbilt, “Generalized model for lateral load slip of nailed joints,” Journal of Materials in Civil Engineering, vol. 3, no. 1, pp. 60–77, 1991. View at Publisher · View at Google Scholar · View at Scopus
  18. Q. Wang, Relationship between fastening properties and load-deflection response of wood shear walls [M.S. thesis], University of New Brunswick, Fredericton, Canada, 2009.